CN110241925A - Capability of diaphragm-through style beam-column joint and building - Google Patents
Capability of diaphragm-through style beam-column joint and building Download PDFInfo
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- CN110241925A CN110241925A CN201910635402.1A CN201910635402A CN110241925A CN 110241925 A CN110241925 A CN 110241925A CN 201910635402 A CN201910635402 A CN 201910635402A CN 110241925 A CN110241925 A CN 110241925A
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- outer tube
- nodes domains
- corrugated plating
- diaphragm
- capability
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of capability of diaphragm-through style beam-column joint and buildings, belong to bean column node field.Capability of diaphragm-through style beam-column joint includes nodes domains outer tube, corrugated plating and two partitions.Corrugated plating is set in nodes domains outer tube and plate face is parallel with the axis of nodes domains outer tube, and the ripple extending direction of corrugated plating is axially vertical with nodes domains outer tube.Two partitions are covered in the both ends of nodes domains outer tube respectively, and are respectively equipped with the sprue gate being connected to nodes domains housing tube cavity.A kind of build includes above-mentioned capability of diaphragm-through style beam-column joint.Compared with prior art, capability of diaphragm-through style beam-column joint and building of the invention, by the way that corrugated plating is arranged in nodes domains outer tube, and keep corrugated plating parallel with the axis of nodes domains outer tube, the ripple extending direction of corrugated plating is axially vertical with nodes domains outer tube, so that the shear-carrying capacity and anti-bending bearing capacity of capability of diaphragm-through style beam-column joint of the invention significantly increase, buckling strength is significantly improved.
Description
Technical field
The invention belongs to bean column node technical fields, more specifically, be related to a kind of capability of diaphragm-through style beam-column joint and
Building.
Background technique
Steel core concrete column is a kind of fill concrete in steel pipe column and the composite structure formed, the constraint of steel pipe so that
Concrete filled is in three dimension stress state, greatly improves the compression strength of concrete, and the presence of concrete, so that steel
Pipe will not prematurely generate local buckling, and the two collective effect is learnt from other's strong points to offset one's weaknesses.With this condition, concrete filled steel tube has
Many advantages, such as bearing capacity is high, light-weight, plasticity and good toughness, endurance, shock resistance are good, easy for construction and environmentally friendly, therefore
It is widely adopted in engineering.
Capability of diaphragm-through style beam-column joint is the important component in steel-frame structure.Node refers mainly to the portion of beam-to-column joint
Position and neighbouring beam-ends and styletable, can transmit and distribute every internal force in beam and column, including in pillar axle power, cut
Power, moment of flexure, the shearing and moment of flexure in beam and the torque as caused by bias, in addition to this, node is that beam and column mutually cooperates with
The basis of work ensure that the globality of structure.Therefore, for structure, node should meet it is claimed below, firstly, node is answered
With certain strength and stiffness, it can effectively bear the internal force of external loads or effect generation and be unlikely to occur larger
Deformation to influence the work of structure；Secondly, node should also have enough ductility in earthquake district occurred frequently, by node and its
Neighbouring plastic deformation achievees the purpose that energy-dissipating and shock-absorbing so that structure be unlikely under geological process to occur it is continuous on a large scale
Collapse.Generally speaking, node is part most complicated in steel-frame structure work progress, and shape mutates at node, is answered
Power is concentrated and welding residual stress makes the force-bearing situation at the position especially complicated, therefore the mechanical property of node is concerning to entirely
Intensity, rigidity and the stability of structure.
The general structure of clapboard radius is: steel core concrete column is outside partition, partition and steel core concrete column
Wall welding, I-beam wing plate and partition weld, and I-beam web is connect using high-strength bolt with concrete filled steel tube column outer wall.Partition
Through-type tubular joint is because of the features such as power transmission is clear, simple structure, site operation are convenient, prefabrication rate is high, but it still has
The poor problem of shear resistance how to be further improved with the raising that building requires anti-seismic performance and security performance
The shearing strength of clapboard radius is at a urgent problem to be solved.
Summary of the invention
The purpose of the present invention is to provide a kind of capability of diaphragm-through style beam-column joint, to solve partition existing in the prior art
The lower technical problem of the shearing strength of through-type tubular joint.
To achieve the above object, the technical solution adopted by the present invention is that, a kind of capability of diaphragm-through style beam-column joint is provided, wrapped
It includes:
Nodes domains outer tube；
Corrugated plating, in the nodes domains outer tube and plate face is parallel with the axis of the nodes domains outer tube, described
The ripple extending direction of corrugated plating is axially vertical with the nodes domains outer tube；
Two partitions, are covered in the both ends of the nodes domains outer tube respectively, and are respectively equipped with and the nodes domains housing
The sprue gate of tube cavity connection.
Further, the corrugated plating is multiple along being circumferentially with for the nodes domains outer tube, multiple corrugated platings according to
It is secondary connect surround the axis inner core tube parallel with the nodes domains outer tube axis.
Further, the corrugated plating is equipped with close to the side of the adjacent corrugated plating towards the inner core tube internal bend
Inner hook part, the inner hook part of the two neighboring corrugated plating outside connection.
Further, the outside plate face of the corrugated plating is abutted with the inner wall of the nodes domains outer tube.
Further, the inside plate face of the corrugated plating is equipped with the crotch for being embedded in concrete.
Further, the partition is equipped with the connecting plate closed with the interior plate face paste of the corrugated plating, the connecting plate
It is equipped with bayonet；There is the snap-gauge being inserted into the bayonet in the inside plate face of the partition.
Further, both ends are connect with two partitions respectively first is equipped in the nodes domains outer tube to draw
The side of bar, first pull rod is abutted with the plate face of the corrugated plating.
Further, first pull rod has multiple, and the two sides of a corrugated plating are respectively equipped at least one institute
State the first pull rod.
Further, the capability of diaphragm-through style beam-column joint, further includes:
At least one second pull rod, is arranged in the inner core tube along axial direction, and being respectively equipped on two partitions makes institute
The strip slide opening that the second tie rod end is pierced by is stated, one end of the strip slide opening is used to connect with first crossbeam towards the partition
Connection side extend, the strip slide opening is for making second pull rod slide into second pull rod along the strip slide opening
Side is abutted with the plate face of the corrugated plating；And
At least two connectors are located at outside the nodes domains outer tube, and connect respectively with the both ends of second pull rod,
The connector is used to connect with the first crossbeam respectively after second pull rod side is abutted with the plate face of the corrugated plating
It connects.
Further, during the inner cavity of the nodes domains outer tube is separated into the inner core tube by the inner core tube
The chambers of the heart and between the inner core tube and the nodes domains outer tube between separate space, the sprue gate and the center cavity connect
Connect, be additionally provided on the nodes domains outer tube or the partition with it is described between the secondary sprue gate that is connected to of separate space.
The beneficial effect of capability of diaphragm-through style beam-column joint provided by the invention is: compared with prior art, the present invention every
The through bean column node of plate by the way that corrugated plating is arranged in nodes domains outer tube, and keeps corrugated plating and the nodes domains housing
The axis of pipe is parallel, and the ripple extending direction of the corrugated plating is axially vertical with the nodes domains outer tube, utilizes corrugated plating
Ripple struction bear the shearing force axially vertical with nodes domains outer tube so that capability of diaphragm-through style beam-column joint of the present invention
Shear-carrying capacity and anti-bending bearing capacity significantly increase, and buckling strength significantly improves.
It is existing in the prior art because of clapboard radius to solve the purpose of the present invention is to provide a kind of building
Shearing strength is lower, leads to the technical problem that building safety is poor.
The present invention also provides a kind of buildings, including any of the above-described kind of capability of diaphragm-through style beam-column joint.
The beneficial effect of building provided by the invention is: compared with prior art, building of the invention is by using upper
Corrugated plating is arranged in the capability of diaphragm-through style beam-column joint stated in nodes domains outer tube, and keeps corrugated plating and nodes domains outer tube
Axis it is parallel, the ripple extending direction of corrugated plating is axially vertical with nodes domains outer tube so that the embodiment of the present invention every
The shear resistance of the through bean column node of plate greatly improves, and then greatly improves the safety of building.
Detailed description of the invention
It to describe the technical solutions in the embodiments of the present invention more clearly, below will be to embodiment or description of the prior art
Needed in attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description is only of the invention some
Embodiment for those of ordinary skill in the art without any creative labor, can also be according to these
Attached drawing obtains other attached drawings.
Fig. 1 is the configuration schematic diagram of capability of diaphragm-through style beam-column joint provided in an embodiment of the present invention；
Fig. 2 is the perspective view of corrugated plating in Fig. 1；
Fig. 3 is the top view of the inner core tube in Fig. 1；
Fig. 4 is the enlarged drawing in Fig. 3 at A；
Fig. 5 is the perspective view of the partition of the lower section in Fig. 1；
Fig. 6 be another embodiment of the present invention provides the overseas casing of capability of diaphragm-through style beam-column joint interior joint, inner core tube and
Top view after the assembly of first pull rod；
Fig. 7 be another embodiment of the present invention provides capability of diaphragm-through style beam-column joint cross-sectional view；
Fig. 8 is the top view for the capability of diaphragm-through style beam-column joint that further embodiment of this invention provides；
Fig. 9 is the cross-sectional view of capability of diaphragm-through style beam-column joint in Fig. 8.
Wherein, each appended drawing reference in figure:
1- nodes domains outer tube；2- inner core tube；21- corrugated plating；22- inner hook part；23- snap-gauge；24- crotch；3- partition；
31- connecting plate；32- bayonet；The sprue gate 33-；34- pair sprue gate；35- strip slide opening；The first pull rod of 4-；The second pull rod of 5-；6-
Connector；7- first crossbeam；8- column.
Specific embodiment
In order to which technical problems, technical solutions and advantages to be solved are more clearly understood, tie below
Accompanying drawings and embodiments are closed, the present invention will be described in further detail.It should be appreciated that specific embodiment described herein is only
To explain the present invention, it is not intended to limit the present invention.
Also referring to Fig. 1 to Fig. 9, now capability of diaphragm-through style beam-column joint provided in an embodiment of the present invention is illustrated.
A kind of capability of diaphragm-through style beam-column joint includes nodes domains outer tube 1, corrugated plating 21 and two partitions 3.
Corrugated plating 21 is set in nodes domains outer tube 1 and plate face is parallel with the axis of nodes domains outer tube 1, corrugated plating 21
Ripple extending direction is axially vertical with nodes domains outer tube 1.Two partitions 3 are covered in the both ends of nodes domains outer tube 1 respectively,
And it is respectively equipped with the sprue gate 33 being connected to 1 inner cavity of nodes domains outer tube.
Compared with prior art, the capability of diaphragm-through style beam-column joint of the embodiment of the present invention, by nodes domains outer tube 1
Corrugated plating 21 is set, and keeps corrugated plating 21 parallel with the axis of nodes domains outer tube 1, the ripple extending direction of corrugated plating 21 and
Nodes domains outer tube 1 it is axially vertical, born using the ripple struction of corrugated plating 21 axially vertical with nodes domains outer tube 1
Shearing force, so that the shear-carrying capacity and anti-bending bearing capacity of the capability of diaphragm-through style beam-column joint of the embodiment of the present invention significantly increase,
Buckling strength significantly improves.
Specifically, nodes domains outer tube 1 can be vertical rectangular steel tube, and lateral surface with crossbeam for connecting.Two
Partition 3 is respectively horizontal steel plate, and two partitions 3 are located above and below nodes domains outer tube 1, and by welding with
Nodes domains outer tube 1 links together.Circular sprue gate 33 is opened up in 3 centers of partition, for into nodes domains outer tube 1
Casting concrete.When installation, the partition 3 of lower section is fixed on to the top of column 8, then two wing plates up and down of crossbeam respectively with
Upper and lower two partitions 3 are welded and fixed, and the outer wall of the web in the middle part of crossbeam and nodes domains outer tube 1 is welded and fixed, then above
Partition 3 on continue set up column.
A kind of specific embodiment party also referring to Fig. 1,3 and 6, as capability of diaphragm-through style beam-column joint provided by the invention
Formula, corrugated plating 21 is multiple along being circumferentially with for nodes domains outer tube 1, and multiple corrugated platings 21, which successively connect, surrounds axis and nodes domains
The parallel inner core tube 2 of 1 axis of outer tube.By the way that multiple corrugated platings 21 to be connected into the inner core tube 2 of tubulose, further increase
Capability of diaphragm-through style beam-column joint shear resistance of the embodiment of the present invention.
More specifically, nodes domains outer tube 1 can be vertical rectangular steel tube, there are four corrugated plating 21 can be, four
Corrugated plating 21 surrounds the inner core tube 2 of four prism type, and each corrugated plating 21 is parallel with the inner wall of a nodes domains outer tube 1 respectively.
Corrugated plating 21 is additionally provided between the opposite incline of inner core tube 2.
A kind of specific embodiment party also referring to Fig. 3 and Fig. 4, as capability of diaphragm-through style beam-column joint provided by the invention
Formula, corrugated plating 21 are equipped with the inner hook part 22 towards 2 internal bend of inner core tube, two neighboring wave close to the side of adjacent corrugated plate 21
The outside of the inner hook part 22 of card 21 connects.Into nodes domains outer tube 1 after casting concrete, concrete can enter inner core tube 2
It is interior, while concrete can also flow into the inside of inner hook part 22, after concrete setting, so that inner hook part 22 hooks the mixed of solidification
In solidifying soil, the bonding strength of corrugated plating 21 Yu concrete can be improved, can also be separated to avoid two connected inner hook parts 22.
Specifically, the edge of corrugated plating 21 bends inwards 45 degree and forms inner hook part 22.Two neighboring corrugated plating 21 is at right angles
Setting, so that being bonded to each other on the outside of two inner hook parts 22 of two neighboring corrugated plating 21, then welds together.
Referring to Figure 6 together, as a kind of specific embodiment of capability of diaphragm-through style beam-column joint provided by the invention, wave
The outside plate face of card 21 is abutted with the inner wall of nodes domains outer tube 1.So that nodes domains outer tube 1 is by 21 banding of corrugated plating one
It rises, prevents snap-gauge 23 from exiting out of bayonet 32, the inside of the overseas casing 1 of 21 support node of corrugated plating can also be passed through.
Specifically, the wave crest that can be the outside plate face of corrugated plating 21 is abutted with the inner wall of nodes domains outer tube 1.It assembled
Cheng Zhong can be and first respectively be clamped corrugated plating 21 with connecting plate 31 respectively, then corrugated plating 21 will be welded into inner core tube again
2, finally by 1 set of nodes domains outer tube outside inner core tube 2.
Referring to Figure 2 together and Fig. 3, a kind of specific embodiment party as capability of diaphragm-through style beam-column joint provided by the invention
Formula, the inside plate face of corrugated plating 21 are equipped with the crotch 24 for being embedded in concrete.So that being poured into nodes domains outer tube 1 mixed
After solidifying soil, concrete enters inside inner core tube 2, and crotch 24 is embedded in concrete, enhances the connection of corrugated plating 21 and concrete
Intensity.
A kind of tool also referring to Fig. 1 to Fig. 3 and Fig. 5, as capability of diaphragm-through style beam-column joint provided by the invention
Body embodiment, partition 3 are equipped with the connecting plate 31 closed with the interior plate face paste of corrugated plating 21, and connecting plate 31 is equipped with bayonet
32；There is the snap-gauge 23 in insertion bayonet 32 on the medial surface of partition 3.Bayonet 32 is inserted by snap-gauge 23 and forms clamping, so that wave
Card 21 links together with partition 3.After being poured concrete, concrete access section is surrounded, is made after concrete setting
Access section is stuck.
Specifically, it sets on the partition 3 of 1 lower section of nodes domains outer tube there are four connecting plate 31, four connecting plates 31 surround four
Prismatic interior sleeve.2 sets of inner core tube of four prism type are outside interior sleeve, and corrugated plating 21 and connecting plate 31 are one-to-one
It is arranged in parallel.The snap-gauge 23 of each 21 inside of corrugated plating, which is inserted into, forms clamping the bayonet 32 on corresponding connecting plate 31 Nei.More
Body, connecting plate 31 is plate, and snap-gauge 23 is arranged on the wave crest in 21 outside of corrugated plating.The wave crest of 21 inside plate face of corrugated plating with
The lateral surface of connecting plate 31 is bonded, so that snap-gauge 23 is inserted into the bayonet 32 on connecting plate 31.In assembling process, difference can be
Four corrugated platings 21 are clamped with four connecting plates 31 respectively, then four corrugated platings 21 will be welded into inner core tube 2 again.
Referring to Figure 6 together and Fig. 7, a kind of specific embodiment party as capability of diaphragm-through style beam-column joint provided by the invention
Formula is axially equipped with the first pull rod 4 that both ends are connect with two partitions 3 respectively, the side of the first pull rod 4 in nodes domains outer tube 1
Face is abutted with the plate face of corrugated plating 21.Abutted by the side of the first pull rod 4 with the plate face of corrugated plating 21 so that partition 3 by
Power can be transmitted on corrugated plating 21 by the first pull rod 4, and in 3 stress of partition, corrugated plating 21 and nodes domains outer tube 1 can
The common active force for bearing partition 3, disperses active force more, reduces stress and concentrates.
Specifically, such as Fig. 6, the first pull rod 4 be can be in the trough of insertion corrugated plating 21, avoid the first pull rod 4 relative to
Corrugated plating 21 slides.It can be by then penetrating the first pull rod 4 in nodes domains outer tube 1 simultaneously in two 3 upper openings of partition
Abut with corrugated plating 21, then weld the first pull rod 4 with partition 3, backward nodes domains outer tube 1 in be poured concrete.
Referring to Figure 6 together, as a kind of specific embodiment of capability of diaphragm-through style beam-column joint provided by the invention,
One pull rod 4 have it is multiple, the two sides of a corrugated plating 21 are respectively equipped at least one first pull rod 4.It is drawn by the first of two
Bar 4 clamps corrugated plating 21, increases the shearing strength of corrugated plating 21, but also the first pull rod 4 can more answer partition 3
Power is transmitted on corrugated plating 21.Specifically, the first pull rod 4 of 21 two sides of corrugated plating is separately positioned on the trough of 21 two sides of corrugated plating
In.
A kind of specific embodiment party also referring to Fig. 8 and Fig. 9, as capability of diaphragm-through style beam-column joint provided by the invention
Formula, capability of diaphragm-through style beam-column joint further include at least one second pull rod 5 and at least two connectors 6.
Second pull rod 5 is arranged in inner core tube 2 along axial direction, and being respectively equipped on two partitions 3 is pierced by 5 end of the second pull rod
Strip slide opening 35, one end of strip slide opening 35 extends towards the connection side that partition 3 is used to connect with first crossbeam 7, strip cunning
The side that hole 35 is used to that the second pull rod 5 to be made to slide into the second pull rod 5 along strip slide opening 35 is abutted with the plate face of corrugated plating 21.Two
Connector 6 is located at outside nodes domains outer tube 1, and connect respectively with the both ends of the second pull rod 5, and connector 6 is used in the second pull rod 5
Side is connect with first crossbeam 7 respectively after abutting with the plate face of corrugated plating 21.
Specifically, partition 3 is in horizontal rectangle, and four sides are respectively the connection side for connecting with crossbeam, wherein
One connection side with first crossbeam 7 for connecting, and first to connect side vertical with this for the long axis of the strip slide opening 35 on partition 3, makes
First crossbeam 7 is connected to the first connection Bian Shanghou, one end of 35 long axis of strip slide opening is towards first crossbeam 7.
Second pull rod 5 is vertical to be threaded through in vertical inner core tube 2, both ends respectively after being pierced by two slide openings respectively with
Two connectors 6 connect, by the second pull rod 5 close to the movement of first crossbeam 7 until the plate face of the second pull rod 5 side and corrugated plating 21
It abuts, then connect connector 6 with first crossbeam 7, enable the active force of first crossbeam 7 straight by two connectors 6
It connects and is transmitted on the second pull rod 5, and then be transmitted on corrugated plating 21.
Second pull rod 5 can be long straight-bar, and both ends are respectively equipped with screw thread.Two connectors 6 can be connecting plate respectively
31, one end of connecting plate 31 is the threaded hole for connecting with the second pull rod 5, and the other end of connecting plate 31 is used for and first crossbeam
7 are welded and fixed.When installing and using, by being poured concrete into nodes domains outer tube 1, so that the second pull rod 5 and corrugated plating 21
It is fixed together.In such cases, the outside of corrugated plating 21 can be abuts with the inner wall of nodes domains outer tube 1, is also possible to
With the inner wall setting spaced apart of nodes domains outer tube 1.
A kind of specific embodiment party also referring to Fig. 8 and Fig. 9, as capability of diaphragm-through style beam-column joint provided by the invention
The inner cavity of nodes domains outer tube 1 is separated into the center cavity in inner core tube 2 and is located at inner core tube 2 and node by formula, inner core tube 2
Separate space between overseas casing 1, sprue gate 33 are connect with center cavity, are additionally provided with and are spaced on nodes domains outer tube 1 or partition 3
The secondary sprue gate 34 of chamber connection.
Specifically, when installing and using, by secondary sprue gate 34 to being spaced intracavitary casting concrete, by sprue gate 33 to
Center cavity is poured concrete and avoids bellows local deformation excessive so that two of corrugated plating 21 are respectively formed concrete block, occurs
Bending, influences shear behavior.
The embodiment of the invention also provides a kind of buildings, including any of the above-described kind of capability of diaphragm-through style beam-column joint.
Specifically, which can be bridge, building or workshop etc., and the column of building and the coupling part of crossbeam use
Any of the above-described kind of capability of diaphragm-through style beam-column joint.
The building of the embodiment of the present invention is by using above-mentioned capability of diaphragm-through style beam-column joint, in nodes domains outer tube 1
Corrugated plating 21 is set, and keeps corrugated plating 21 parallel with the axis of nodes domains outer tube 1, the ripple extending direction of corrugated plating 21 and
Nodes domains outer tube 1 it is axially vertical, born using the ripple struction of corrugated plating 21 axially vertical with nodes domains outer tube 1
Shearing force, so that the shear-carrying capacity and anti-bending bearing capacity of capability of diaphragm-through style beam-column joint of the present invention significantly increase, buckling strength
It significantly improves, and then greatly improves the safety of building.
The above is merely preferred embodiments of the present invention, be not intended to limit the invention, it is all in spirit of the invention and
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within principle.
Claims (11)
1. a kind of capability of diaphragm-through style beam-column joint characterized by comprising
Nodes domains outer tube；
Corrugated plating, in the nodes domains outer tube and plate face is parallel with the axis of the nodes domains outer tube, the ripple
The ripple extending direction of plate is axially vertical with the nodes domains outer tube；
Two partitions, are covered in the both ends of the nodes domains outer tube respectively, and be respectively equipped with in the nodes domains outer tube
The sprue gate of chamber connection.
2. capability of diaphragm-through style beam-column joint as described in claim 1, which is characterized in that the corrugated plating is outside the nodes domains
Being circumferentially with for casing is multiple, and multiple corrugated platings successively connect, and to surround axis parallel with the nodes domains outer tube axis
Inner core tube.
3. capability of diaphragm-through style beam-column joint as claimed in claim 2, which is characterized in that the corrugated plating is close to the adjacent wave
The side of card is equipped with the inner hook part towards the inner core tube internal bend, the outside of the inner hook part of the two neighboring corrugated plating
Connection.
4. capability of diaphragm-through style beam-column joint as claimed in claim 3, which is characterized in that the outside plate face of the corrugated plating and institute
The inner wall for stating nodes domains outer tube abuts.
5. such as the described in any item capability of diaphragm-through style beam-column joint of claim 2 to 4, which is characterized in that the corrugated plating it is interior
Lateral plates are equipped with the crotch for being embedded in concrete.
6. such as the described in any item capability of diaphragm-through style beam-column joint of claim 2 to 4, which is characterized in that the partition is equipped with
The connecting plate closed with the interior plate face paste of the corrugated plating, the connecting plate are equipped with bayonet；In the inside plate face of the partition
There is the snap-gauge being inserted into the bayonet.
7. such as the described in any item capability of diaphragm-through style beam-column joint of claim 2 to 4, which is characterized in that the nodes domains housing
The first pull rod that both ends are connect with two partitions respectively, the side of first pull rod and the corrugated plating are equipped in pipe
Plate face abut.
8. capability of diaphragm-through style beam-column joint as claimed in claim 7, which is characterized in that first pull rod have it is multiple, one
The two sides of a corrugated plating are respectively equipped at least one described first pull rod.
9. such as the described in any item capability of diaphragm-through style beam-column joint of claim 2 to 4, which is characterized in that the diaphragm-through type
Bean column node, further includes:
At least one second pull rod, is arranged in the inner core tube along axial direction, and being respectively equipped on two partitions makes described
The strip slide opening that two tie rod ends are pierced by, the company that one end of the strip slide opening is used to connect with first crossbeam towards the partition
Edge fit extends, the side that the strip slide opening is used to that second pull rod to be made to slide into second pull rod along the strip slide opening
It is abutted with the plate face of the corrugated plating；And
At least two connectors are located at outside the nodes domains outer tube, and connect respectively with the both ends of second pull rod, described
Connector is used to after second pull rod side is abutted with the plate face of the corrugated plating connect with the first crossbeam respectively.
10. capability of diaphragm-through style beam-column joint as claimed in claim 9, which is characterized in that the inner core tube is by the nodes domains
The inner cavity of outer tube is separated into the center cavity in the inner core tube and is located at the inner core tube and the nodes domains outer tube
Between between separate space, the sprue gate connect with the center cavity, be additionally provided on the nodes domains outer tube or the partition with
The secondary sprue gate of described separate space connection.
11. a kind of building, which is characterized in that including capability of diaphragm-through style beam-column joint as described in any one of claim 1 to 10.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910635402.1A CN110241925B (en) | 2019-07-15 | 2019-07-15 | Partition-through beam-column joint and building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910635402.1A CN110241925B (en) | 2019-07-15 | 2019-07-15 | Partition-through beam-column joint and building |
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| Publication Number | Publication Date |
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| CN110241925A true CN110241925A (en) | 2019-09-17 |
| CN110241925B CN110241925B (en) | 2021-03-16 |
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| CN201910635402.1A Active CN110241925B (en) | 2019-07-15 | 2019-07-15 | Partition-through beam-column joint and building |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270760A (en) * | 2020-01-13 | 2020-06-12 | 成都职业技术学院 | Assembled spatial structure C type node means |
| CN113789914A (en) * | 2021-09-24 | 2021-12-14 | 华侨大学 | Corrugated plate-ECC (error correction code) assembled type superposed column and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH094050A (en) * | 1995-06-23 | 1997-01-07 | Daisue Kensetsu Kk | Connection area of post and beam and connecting method thereof |
| JP2689846B2 (en) * | 1993-04-08 | 1997-12-10 | 鹿島建設株式会社 | Connection structure of steel pipe concrete column and beam |
| DE20108156U1 (en) * | 2001-05-15 | 2002-09-26 | Reent Obernolte Gmbh & Co Kg | quiver formwork |
| WO2015002348A1 (en) * | 2013-07-04 | 2015-01-08 | Lee Seung Wu | Prefabricated frame for steel-concrete composite member having attachable and detachable formwork and prefabricated column integrated with corrugated deck formwork |
| CN104328867A (en) * | 2014-11-24 | 2015-02-04 | 南京工业大学 | Corrugated steel web-steel pipe concrete flange combined section box column |
| CN207436374U (en) * | 2017-11-13 | 2018-06-01 | 汪洋 | New concrete coupled column |
| CN109914613A (en) * | 2019-04-15 | 2019-06-21 | 国网河北省电力有限公司经济技术研究院 | Clapboard radius component, capability of diaphragm-through style beam-column joint and building |
-
2019
- 2019-07-15 CN CN201910635402.1A patent/CN110241925B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2689846B2 (en) * | 1993-04-08 | 1997-12-10 | 鹿島建設株式会社 | Connection structure of steel pipe concrete column and beam |
| JPH094050A (en) * | 1995-06-23 | 1997-01-07 | Daisue Kensetsu Kk | Connection area of post and beam and connecting method thereof |
| DE20108156U1 (en) * | 2001-05-15 | 2002-09-26 | Reent Obernolte Gmbh & Co Kg | quiver formwork |
| WO2015002348A1 (en) * | 2013-07-04 | 2015-01-08 | Lee Seung Wu | Prefabricated frame for steel-concrete composite member having attachable and detachable formwork and prefabricated column integrated with corrugated deck formwork |
| CN104328867A (en) * | 2014-11-24 | 2015-02-04 | 南京工业大学 | Corrugated steel web-steel pipe concrete flange combined section box column |
| CN207436374U (en) * | 2017-11-13 | 2018-06-01 | 汪洋 | New concrete coupled column |
| CN109914613A (en) * | 2019-04-15 | 2019-06-21 | 国网河北省电力有限公司经济技术研究院 | Clapboard radius component, capability of diaphragm-through style beam-column joint and building |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270760A (en) * | 2020-01-13 | 2020-06-12 | 成都职业技术学院 | Assembled spatial structure C type node means |
| CN113789914A (en) * | 2021-09-24 | 2021-12-14 | 华侨大学 | Corrugated plate-ECC (error correction code) assembled type superposed column and construction method thereof |
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|---|---|
| CN110241925B (en) | 2021-03-16 |
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